How to use this calculator
- Enter the peak flow and the number of working channels.
- Keep horizontal velocity near 0.3 m/s.
- Set the settling velocity of the smallest grit you want to remove.
- Read the channel width, length and detention time.
How do you calculate the length of a grit chamber?
Cross section = Q ÷ vh; Width = cross section ÷ depth
L = d × vh ÷ vs × (1 + allowance)
A particle must fall the full depth in the time it takes water to travel the channel length. The allowance covers inlet and outlet turbulence.
Worked example
With peak flow 500 m³/h, working channels 1, horizontal velocity 0.3 m/s, grit settling velocity 0.021 m/s, water depth at peak flow 0.6 m, length allowance for turbulence 50 %:
Channel length: 12.9 m
The calculator also gives channel width 0.77 m; cross section area 0.463 m²; theoretical settling length 8.6 m.
Assumptions and limits
- Ideal settling (Camp-Hazen). Real channels need the turbulence allowance.
- For aerated or vortex grit chambers, use the manufacturer design curves.
Frequently asked questions
What is the velocity in a grit chamber?
About 0.3 m/s. Slower lets organic matter settle with the grit; faster carries grit through.
What is the detention time of a grit chamber?
Horizontal flow channels typically have 30 to 60 seconds at peak flow.
What size grit should be removed?
Most designs target 0.15 to 0.2 mm particles with a specific gravity of 2.65. CPHEEO uses 0.15 mm for Indian sewage.
References
- CPHEEO, Manual on Sewerage and Sewage Treatment Systems (2013)
- Metcalf and Eddy, Wastewater Engineering, 5th ed.